Light Pole Foundation Design

This criteria applies to vertical.

Light pole foundation design.

The department must approve non standard foundations. Pole foundation design with spreadsheet. Isolated pole factor ibc 1804 3 1 or ubc note 3 on tab 18 i a. Pole foundation design with spreadsheet.

Along with the light pole loading to provide a foundation suitable to support the light pole. Sign up for our newsletter and get the latest updates from ucp. In areas with marshy soil or shifting sands or in areas that have very shallow hard rock formations the lighting designer should consider specifying a special design pole foundation. Contact utility concrete products llc 2495 w.

This course highlights the requirements for determining the embedment depths required and foundation pressures for pole foundations for signs flagpoles light poles and pole framed buildings in accordance with section 1804 and paragraph 1805 7 of the 2006 international building code. Polefdn is a spreadsheet program written in ms excel for the purpose of analysis of a pole foundation assuming the use of a rigid round pier which is assumed free at the top and subjected to lateral and vertical loads. Download geotechnical engineering software polefdn 2 3 developed by alex tomanovich. Civil engineering design applications.

This calculator will determine the flagpole base design requirements per ibc and ubc. Flagpole base design calculator. Utilize light pole foundation design examples to help design your base and ensure it will arrive at the job site exactly as specified. Poles foundations are commonly used for sign flagpole and light pole foundations and pole framed buildings.

A design criteria for pole foundations is indicated in section 1804 and paragraph 1805 7 of the 2006 international building code. First and foremost a light pole is an engineered structure sufficiently strong to withstand the physical forces of the application capable of providing a long relatively maintenance free service life and pleasing in appearance. The principle is to make the foundation large enough so that the overturning moment does not exceed the maximum bearing capacity of the soil.